Restoration Of Flood Damages To From Bansali To Puthimari Bazar ( Reconstruction Of Box Cell Culvert 2 X 3 X 3 M With Approaches ) Under Sdrf For The Year 2020-21. Package No. Sdrf_Gssc_01 Restoration Of Flood Damages To From Bansali To Puthimari Bazar
Tender Value
36.89 Lakhs
Estimated cost
Bid Submission
11 Aug 2021
0 days left
EMD
73800
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Mankachar → Assam
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Restoration Of Flood Damages To From Bansali To Puthimari Bazar ( Reconstruction Of Box Cell Culvert 2 X 3 X 3 M With Approaches ) Under Sdrf For The Year 2020-21. Package No. Sdrf_Gssc_01 Restoration Of Flood Damages To From Bansali To Puthimari Bazar ( Reconstruction Of Box Cell Culvert 2 X 3 X 3 M With Approaches ) Under Sdrf For The Year 2020-21. Package No. Sdrf_Gssc_01
BOQ
| Sl. No. | Item Description |
| 1 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. By Manual Means. Reinforced Cement Concrete. |
| 2 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial. Ordinary soil. Upto 3 m depth. |
| 3 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. Nominal mix 1:3.6 (Hand mixing). |
| 4 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. P.C.C Grade M20. Nominal mix (1:2:4). |
| 5 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. R.C.C Grade M20. |
| 6 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. RCC Grade M 20. |
| 7 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar(Other ISI approved TMT reinforcement bar (SAI / BISCON / THERMAX or equivalent)) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202. |
| 8 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar(From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 |
| 9 | Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3. With crushed stone. |
| 10 | Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000mm as per drawing and technical specifications Clauses 800, 900 and 1208.3. |
| 11 | Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301. |
| 12 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5. (I)Private Land. |
| 13 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (I)Private Land |
| 14 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 401. By Mix in Place Method. For Grading II Material. |
| 15 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. By Manual Means. |
| 16 | Providingand laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete including carriage. Including Edge block/ Edge restraints. |
AI Tender Summary
Tender Timeline
Jul 23, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedAug 11, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 12, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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